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<br />I PROfILE TYPE, WHICH ~ VARY FR::M REACH 'l'O REACH. SEE DCCl.Jo!EN'I'ATION FOR <br /> DETAILS. <br />I CRITICAL DEP'l'H TO BE CALC\Jl.M'm AT ALL CROSS SECTIONS <br /> ALLOia\BLE ERROR FOR CRITICAL DEPTH DETEJloUNATION (ALUX:) - .100 PDCFNI' Of' THE DEPTH <br /> CON- .300 CEHV- .500 <br /> .SEQ\lO ~.ODO <br />I 3280 CROSS SECTION .5.00 EX'llX)ED .60 FEET <br /> CROSSEC'I'IONS ARE CODED FRa-l !EM' TO RIGH1' FACtH:; [)OiII-lS'l'RENo! <br /> BEGINNING STATION _ 200 UNLr.SS DIDlCA'I'ED OTHERWISE <br />I 5.00 '.40 5243.00 5239.29 5243.00 5243.21 .21 .00 .00 5239.20 <br /> 2225. 418. 1512. 235. 276. 367. 233. o. O. 5239.00 <br /> .00 1.51 4.28 1.01 .060 .045 .060 .000 5233.60 200.00 <br /> .001196 O. O. O. 0 19 0 .00 435.00 635.00 <br /> 0 <br />I .S~O 8.000 <br /> 3290 CROSS SECTION 8.00 EXTENDED .6B FEET <br /> 8.00 9.U 5243.09 5239.28 .00 5243.28 .20 .07 .00 5239.20 <br /> 2225. 427. 1545. 253. 286. 371. 254- 1. 1. 5239.00 <br />I .01 1.49 4.16 1.00 .060 .045 .060 .000 5233.60 200.00 <br /> .001117 60. 60. 60. 1 20 0 .00 445.19 645.19 <br />0 <br />I SPECIAL BRIDGE <br /> 88 xx XXOR ooFO IIDlEN 8llC - IlAREA SS ELClU ELCIID <br /> 1.05 1.56 2.90 .00 25.00 1.00 144 .00 _00 5233.60 5233.60 <br />I .SEOlO 20.000 <br /> PRESSURE AND WEIR FLOW <br />I EOPRS =l<: H3 OiEIR OPR 8AREA TRAPEZOID ELLC EL7RD <br /> AREA <br /> 5248.87 5243.15 .01 1038. 1202. 144. 144. 5239.60 5244.50 <br />I 1 <br /> 06121/88 13:50:10 PAGE 25 <br />I FOOTHIl.LS PARKWAY: DOUBlE I2x6 BOX aJLV&RI', Ot BLCCK1tGE <br /> 20.00 11.16 5244.76 .00 .00 5244.78 .02 1.49 .00 5240.40 <br /> 2225. 1323. 695. 207. 1770. 476. 463. 8. 3. 5241.00 <br /> .05 .75 1.46 .45 .060 .045 .060 .000 5233.60 850.09 <br /> .000123 160. 160. 160. 1 0 5 .00 180.91 1631.00 <br />I 0 <br /> .SEam 22.DOO <br /> 22.00 11.16 5244.76 5239.43 .00 5244.78 .02 .00 .00 5240.40 <br /> 2225. 1323. 69L 207- 1772. 477. 465. 9. 3. 5241.00 <br /> .06 .75 1.46 .45 .060 .045 .060 .000 5233.60 8SO.06 <br />I .000122 20. 20. 20. 0 11 0 .00 181.22 1631.29 <br />0 <br /> .SErno Z5.oo0 <br />I 3470 ENCROACHMr.N'I' SI'ATIOt.1S- 570.0 1200.0 TYPE- 1 TARGET- 630.000 <br /> 25.00 4.16 5244 .16 5242.06 5242.66 5244.80 .04 .01 .01 5241.80 <br /> 2225. 1155. 430. 40. 1113. 259. 83. 10. 4. 5243.80 <br /> .06 1.56 1.66 .46 .060 .045 .060 .000 5240.00 570.00 <br /> .000665 20. 20. 20. 0 44 0 .00 525.40 1095.40 <br />I 0 <br /> CQ{V- .100 Q:HV- .300 <br /> .SEOOO 30.000 <br />I 3265 DIVIDED FLOW <br /> 30.00 2.00 5247.60 5247.01 5247 .01 5247.72 .12 2.90 .02 5247.40 <br /> 2225. 14. 181. 2030. 19. 64. 138. 29. 14. 5246.60 <br /> .13 .73 2.81 2.15 .0<0 .045 .060 .000 5245.60 667.90 <br />I .007502 710. 710. 710. 2 26 0 .00 725.02 1487.Sli <br />0 <br /> .SErno 40.000 <br /> 40.00 5.02 5253.02 5252.37 5252.25 5253.41 .39 5.61 .DB 5251.40 <br /> 2225. 44l. 1161. 624. 149. 1S9. 171. 40. 22. 5250.40 <br />I .18 2.96 6.15 3.65 .060 .045 .060 .000 5246.00 425.42 <br /> .007255 760. 760. 760. 4 28 0 .00 262.63 688.05 <br />0 <br /> CQ{V- .100 (XHV" .300 <br />I .stQ;O 50.000 <br />